Abstract
Various efforts have been made to minimize the corrosion damage of deicer. However, due to the nature of the deicer that needs to lower the freezing point, the concrete damage due to the repeated freeze-thaw cycle caused by the penetration of the deicer solution into the pores of the concrete could not be fundamentally suppressed. Therefore, a basic study was conducted to minimize the deterioration of concrete by suppressing the water permeability of the concrete surface with penetrating sealer incorporated deicer. Dynamic light scattering and zeta-potential analyses were performed to evaluate the mean diameter and degree of dispersion of the suspension in the aqueous solution of the prepared liquid deicer. Experiments confirmed the water permeability to be 44%–58% that of the untreated control group, and the mass of certain concrete specimens after freeze–thaw cycling tests tended to increase. In addition to the reduction in water permeability, in this study, an increase in the mass of the specimen in repeated freeze thaw cycle was confirmed, which is Liquid deicers with penetrating sealers have the potential to improve the durability and reduce the deterioration of concrete.
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References
Adil G, Kevern JT, Xiao DX (2021) Influence of penetrating sealer on performance of concrete joints. ACI Materials Journal 118(5):65–74, DOI: https://doi.org/10.14359/51732930
April LR, Megan AC, Charles AVJ, Rene RM Robert HH, Agnes BK (2014) Effects of surface-engineered nanoparticle-based dispersants for marine oil spills on the model organism artemia franciscana. Environmental Science & Technology 48:244–254, DOI: https://doi.org/10.1016/j.cemconres.2010.11.007
Almusallam AA, Khan FM, Dulaijan SU, Al-Amoudi OSB (2003) Effectiveness of surface coatings in improving concrete durability. Cement and Concrete Composites 25(4–5):473–481, DOI: https://doi.org/10.1016/S0958-9465(02)00087-2
BS EN 12390-8 (2019) Testing hardened concrete - Depth of penetration of water under pressure. British Standards Institute, London, UK
Chen SC, Huang R, Hsu HM, Zou SY, Teng LW (2016) Evaluation of penetration depth and protective effectiveness of concrete penetrating sealer materials. Journal of Marine Science and Technology 24(2):18, https://jmstt.ntou.edu.tw/journal/vol24/iss2/18
CRD-C48-92 (1992) Standard test method for water permeability of concrete, US Army Corps of Engineers, Washington, DC, USA
EL 610 (2016) Korea eco-label standards: Deicer, Ministry of Environment, Korea
EM502-2 (2014) Standard of test method: Performance assessment on deicing chemicals test method for freezing and thawing effect on concrete, Ministry of Environment, Korea
Grabowska K, Koniorczyk M (2022) Influence of organosilicon admixtures on the hydration of Portland cement. Journal of Thermal Analysis and Calorimetry 147(11):6131–6145, DOI: https://doi.org/10.1007/s10973-021-10978-x
Hanjari KZ, Utgenannt P, Lundgren K (2011) Experimental study of the material and bond properties of frost-damaged concrete. Cement and Concrete Research 41:244–254, DOI: https://doi.org/10.1016/j.cemconres.2010.11.007
Hwang ID, Youm HN, Chung YJ (2000) The emulsification of silane as water repellent for concrete. Journal of the Korean Ceramic Society 37(8):760–767 (in Korean)
Ibrahim M, Al-Gahtani AS, Maslehuddin M, Almusallam AA (1997) Effectiveness of concrete surface treatment materials in reducing chloride-induced reinforcement corrosion. Construction and Building Materials 11(7–8):443–451, DOI: https://doi.org/10.1016/S0950-0618(97)00023-8
Ioannidou A (2014) Precipitation, gelation and mechanical properties of calcium-silicate-hydrate gels. PhD Thesis, ETH Zürich, Zürich, Switzerland, DOI: https://doi.org/10.3929/ethz-a-010223054
Jiesheng L, Faping L, Xiang H, XiaoFan L, Rongtang Z (2017) Silane treatment effective for concrete durability. Materials Performance 56(4):39–43
Kumar R, Bhattacharjee B (2003) Porosity, pore size distribution and in situ strength of concrete. Cement and Concrete Research 33(1):155–164, DOI: https://doi.org/10.1016/S0008-8846(02)00942-0
Liu Y (1996) Modeling the time-to-corrosion cracking of the cover concrete in chloride contaminated reinforced concrete structures. PhD Thesis, Virginia Tech, Blacksburg, VA, USA, http://hdl.handle.net/10919/30541
Medeiros M, Helene P (2008) Efficacy of surface hydrophobic agents in reducing water and chloride ion penetration in concrete. Materials and Structures 41(1):59–71, DOI: https://doi.org/10.1617/s11527-006-9218-5
Park M, Noh J, Lee B (2019) Porosity and abrasion resistance of concrete coated by surface enhanced type water repellent. Journal of the Korea Institute for Structural Maintenance and Inspection 23(4):31–36, DOI: https://doi.org/10.11112/jksmi.2019.23.4.31
Safiuddin M (2017) Concrete damage in field conditions and protective sealer and coating systems. Coatings 7(7):90, DOI: https://doi.org/10.3390/coatings7070090
Sutter L, Van Dam T, Peterson KR, Johnston DP (2006) Long-term effects of magnesium chloride and other concentrated salt solutions on pavement and structural Portland cement concrete. Transportation Research Record: Journal of the Transportation Research Board 1979(1):60–68, DOI: https://doi.org/10.1177/0361198106197900109
Tetteh AR, Liang Y (2018) Repair of cracks on concrete structures International Journal of Science and Research 9(4):82–92, DOI: https://doi.org/10.21275/SR20324212517
Wong HS, Barakat R, Alhilali A, Saleh M, Cheeseman CR (2015) Hydrophobic concrete using waste paper sludge ash. Cement and Concrete Research 70:9–20, DOI: https://doi.org/10.1016/j.cemconres.2015.01.005
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This study was supported by the Korea Environment Industry & Technology Institute (KEITI) through the Prospective Green Technology Innovation project, funded by the Korean Ministry of Environment (MOE) (2021003160009).
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Ma, SH., Yang, SC., Kang, EJ. et al. Reduction in Water Permeability of a Penetrating-Sealer-Incorporated Liquid Deicer. KSCE J Civ Eng 28, 557–565 (2024). https://doi.org/10.1007/s12205-023-2090-9
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DOI: https://doi.org/10.1007/s12205-023-2090-9